Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes
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Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes
Vol. 31, Issue 1, (2010)
作者机构:
1. 北京交通大学 土建学院,北京,100044
2. 山东省交通厅公路局,济南,250002
3. 山东大学 土建与水利学院,济南,250061
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:02 February 2010,
Published:2010
稿件说明:
移动端阅览
LI Ying-yong, ZHANG Ding-li, ZHANG Hong-bo, et al. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. 2010, 31(1).
DOI:
LI Ying-yong, ZHANG Ding-li, ZHANG Hong-bo, et al. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. 2010, 31(1).DOI:
Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes
Deep anti-sliding stability analysis of gravity dam with multiple sliding planes based on distinct element method
Numerical experiments on rate-dependent behaviors of granite based on particle discrete element model
The unity of three types of slope failure criteria
Failure mechanism of pile foundations in liquefiable soils under seismic loading: status and challenge
Unity of three types of energy catastrophe criteria for slope failure
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